Erberik2008-RC-LRINF

Description

RC structures-low rise-infilled frame Turkey Sample Data. Buildings: 28 RC buildings (bare, infilled, low-rise and mid-rise) constructed between 1973 and 1999 extracted from a building database of approximately 500 buildings in Duzce. Number of stories of the selected buildings ranges from 2 to 6.$Paragraph$Seismic hazard: 100 recorded accelerograms from different parts of the world.$Paragraph$Structural variability is taken into account by considering the structural input parameters (period T and strength ratio h) as random variables, and ground motion uncertainty is taken into account by selecting a set of records with different characteristics.$Paragraph$Reference fragility curves are generated for different classes of reinforced concrete structures. Furthermore, the sensitivity of the parameters and techniques involved in the generation process are investigated: the effect of post-yield to initial stiffness ratio variability (negligible), sampling technique (negligible), sample size (negligible), limit state variability (significant), degrading hysteretic behaviour (significant). Fragility parameters: Medians=[28.642, 70.684, 98.35], Standard deviations=[25.643, 41.655, 35.625] Syner-G taxonomy: FRM=MRF FRMM1=None FRMM2=RC-LSC NS= P=R E=R C=RI CM=FB D=ND FS= FSM= DRS=None RSM= HL=None CL=LC Taxonomy link: https://publications.jrc.ec.europa.eu/repository/bitstream/JRC80560/lbna25883enn.pdf

Reference

SYNER-G Report: https://cordis.europa.eu/docs/results/244061/final1-syner-g-final-report.pdf. | M. A. Erberik “Fragility-based assessment of typical mid-rise and low-rise RC buildings in Turkey” Engineering Structures 30(5), 1360-1374, 2008

License

This work is shared in an open access format according to the European Commission's guidelines for the FP7-ENV-2009-1 projects. See also https://cordis.europa.eu/project/id/244061/results